Drilldown: bridge data
From Indian River Lagoon Project
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'.75 miles South of SR-882' (1) ·
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.2 Mi East of Australian' (1) ·
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.3 mile South of SR 706 ' (1) ·
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'0.5MI. W OF I-95 ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.75 mile South of SR 708' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'0.9MI S OF SR-802 ' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'250ft North of SR-60 ' (1) ·
'5.7MI W OF US-1 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
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'AT US-441 (SOUTHERN BLVD)' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'South of Ramp to SR 706 ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-507 over Crane Creek ' (1)
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9900 (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Bridge foundations (including piles) on dry land well above flood water elevations. (1) ·
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
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